HomeMy WebLinkAboutSWG2022-00518 - SWG Application / Design - 10/4/2022 • MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467, EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00518
APPLICANT SPROGE CURTIS & KIM Phone:
Address: 7613 FOREST PARK DR NW OLYMPIA, WA 98502
OWNER SPROGE CURTIS & KIM Phone:
Address: 7613 FOREST PARK DR NW OLYMPIA, WA 98502
SEPTIC DESIGNER CINDY WAITE-Septic Designer Phone: 3607010205
Address: 80 E PICKERING LANE SHELTON, WA 98584
Site Address: 75 NE HAVEN LN
Primary Parcel Number: 223305000072
Permit Description: Repair 2 bd Nuwater to Oscar
Permit Submitted Date: 10/04/2022
Permit Issued Date: 07/31/2023
Issued By: David Anderson
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/04/2025 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
•
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECENED: I` 14 I
ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIV D. RECEIVED BY: CO Cn
415 N 6th Street,(Bldg 8) Shelton WA,98584 I DO N 0 (m/�
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S A G ,, ,0 - — 051^ O 0
Z cn
Z 73
APPLICANT PHONE D D
CURTIS SPROGE 253-880-6232 m xi
m
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE r"'
7613 FOREST PARK DR NW OLYMPIA WA 98502 c
SITE ADDRESS-STREET CITY.ZIP CODE W
75 NE HAVEN LANE TAHUYA WA. 98588 M
NAME OF DESIGNER PHONE I IV
C I N DY WAITE 360-701-0205
NAME OF INSTALLER PHONE IN)
TBD I (A)CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
Id NEW CONSTRUCTION 0 RV HOLDING TANK ONLY d PRIVATE INDIVIDUAL WELL I G)
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL O
❑ TABLE 9 REPAIR 0 SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z I O
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: 1
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE I cri
❑ EXISTING FAILURE "Record Drawing required for all Installations" 1 21,X 171,X 171 X68,X 1411 CI3 I o
DIRECTIONS TO SITE-BE SPECIFICAND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gale) g I
GO TO BELFAIR, GO OUT NORTH SHORE ROAD, PAST BELFAIR STATE PARK, TURN
X ICD
RIGHT ONTO BELFAIR TAHUYA ROAD, FOLLOW ONTO NE HAVEN WAY, TURN LEFT lc
ONTO NE HAVEN LAKE DR, TURN RIGHT ONTO NE RHODODENDRON BLVD, TURN
LEFT ONTO NE HAVE LANE, LOT IS ON THE LEFT SIDE OF ROAD. SANIKAN IS IN o IQ
THE DRIVEWAY.
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I IV
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER.
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
0 . 20 0 u5 �� „iv,
A.1- r�-* - '� c- ��ly��,. ISM
q vt' �S
O
=Z6 CAS -011
26 * v‘esi- .
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
��QC,
k6izkIZ2 \° 17 1 I 2;5 75f/zoz3
THIS FORM MAY BE 4CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
' -DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 3 3 0 — 5 0 — 0 0 0 7 2
A design will be reviewed when 3 copies of each of the following are submitted:
''Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on check li,.t
Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items c.n Lin
This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: /I .1
PARCEL IDENTIFICATION
Permit Number: SWG 2022-00518 Designer's Name: CINDY WAITE
Applicant's Name: CURTIS SPROGE Designer's Phone Number: 360-701-0205
MailingAddress: 7613 FOREST PARK DR NW Designer's Address: _
80 E PICKERING LANE
OLYMPIA WA 98502 SHELTON WA 98584
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Moldier 0 Sand Filter 0 Mound 0 Sand Lined Drainlield 0 Recirculating Filter.'Type:
IYiAerobie Unit Make/Model BNR 600 0 Disinfection Unit Make/Model Other: OSCAR II
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed I'Suh Surti.
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class NETAFIN
Daily Flow:Operating Capacity 180 gpd Length 50 ft
Daily Flow: Design Flow 240 gpd Diameter
in
Septic Tank Capacity 1060 INFILTRATOR gal Number 3
Receiving Soil Type(I-6) 3 Separation .5 ft
Receiving Soil Appl. Rate .8 gpd/ft2 Orifices
Required Primary Area 300 ft2 Total Number of Orifices 100X3=300
Designed Primary Area 308 ft2 G.iameter • EMITTER in
Designed Reserve Area 300 ft2 i 't..cing 6 in
sr Trench/Bed Width 14.5 ft ,��� Manifold
Trench/Bed Length 21.25 ft i Sc +1 e/Class SCHEDULE 40
c a
Elevation Measurements A P03 q,44a y:og �l1 22 ft
Original Drainfield Area Slope >5 ,_ f;'1 ?j3
New Slope,If Altered o Y !1A 1 in
t A rr ,,1 1 old configuration used? 0 Yes 0 No
Depth of Excavation Lip-slope �! U NSEDDESIGNER ��
wv���k�w�"` ""�0 Transport Pipe
from Original Grade Down-slope PIRs ovE
�A 'g'chedule ass SCHEDULE 40
Designed Vertical Separation 12 in Length 22 ft
Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 1 in
Pump Required? flf Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 360
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity .67 gal
Orifice o ft Chamber Capacity 1200 gal
Uppermost Orifice El Higher RI Lower than Pump Shutoff Pump controls: Please check those required. V
Capacity @ Total Pressure Head gpm I 'Timer t 'Elapse Meter 'Event Counter
Calculated Total Press a pp, .6 ft If Timer: Pump on ,Pump off
Comments
SEE PAGE 7, HIGHLIGHTED,AJ A, REFER TO OSCARONSITE.COM INSTALLERS MANUAL
U 2023
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MASON COUNTY ENVIRONMENTAL HEALTH
DJA
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 3 3 0 — 5 0 -- 0 0 0 7 2
Permit Number: SWG 2022-00518
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
10 Test hole locations It Drainfield orientation and layout Reference depth from original grade:
It Soil logs ' Trench/bed dimensions and
It Septic tank
66 Property lines critical distances within layout Qf Drainfield cover
10 Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property fig Septic tank/pump chamber
and restrictive strata:
171 Measurements to cuts, banks,and locations
lig
surface water and critical areas fig Observation port location Laterals,trench bed,top and
bottom
Piaocation and orientation of lLian-out location 0 Curtain drain collector
curtain drain and all absorption Lmanifold placement 0 Sand augmentation
components
Orifice placement 1,14-,4) Other cross-section detail:
It Location and dimension of li
primary system and reserve area l ' Lateral placement with distance 64 Observation ports/clean-outs
to edge of bed
Buildings Other Information
ft Audible/visual alarm referenced Yes No
It Direction of slope indicator
64 Scale of drawing shown on scale Ef 0 Design staked out
fill Waterlines bar ❑ 0 Recorded Notices attached
It Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
FZi North arrow and scale drawing rev'
� Zeo, o •[if 0 Evaluation of failure
shown on scale bar 1 Non-residential justification
auit,04t L-c't)U. bk./ 0 0 Waste strength
C ,,, di 51r/t✓c rgyy 0 0 Flow
DESIGN APPROAL�
The undersigned designer must be notified by instal er at time of installation It Yes 0 No
C
Signature signer I Date
443 0 V
-.
The undersigned has reviewed this design on behalf of Mason County Public Health and deter
ed�jt Io jn
compliance with state and local on- ' regulations: 33 11 3
_ /1 er_ n MASON COUNTY ENVIRONMENTAL HEALTH
n ' onmental Health Specialist �/G Date DJA
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. /7
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I0/ Y! ?o 6
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
*1/
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
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2. 1060 INFILITRATOR PUMP TANK e • .
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4. EXISTING WELL TO DECOMMISSIONED
5. EXISTING CABIN
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8. CLEAN OUT
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TABLE II
D,/A HMENTgt HEALTH
Hydraulic Layout
OS-100 coils
Design Total # of Coils Dose Flush Excess
Flow Coils Lats. •er lat. GPM GPM TDH
300 3 3 1 2.1 12 50'
360 4 4 1 2.8 12 50'
450 5 5 1 3.5 12 50'
480 5 5 1 3.5 12 50'
600 6 6 1 4.2 12 50'
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TABLE IV EXPIRES 1.15,10/
Minimum Shoulder Lengths
0S-100
Design Flow Minimum Shoulder
240 21' 3"
300 21' 3"
360 28' 4"
450 35' 6"
480 35' 6"
600 42' 6"
The dimensions in Table IV represent the minimum required length of the shoulder
which include coils, spacing between coils, and shoulder. These lengths can be
extended to match site conditions. Minimum shoulder spacing is 6". See
illustration below for example of shoulder length. 1f tlj
1
Headworks: HWN-.7-RF
• 3/4" Arkal disc fitter, mesh, 130 micron
• 3/4" Arad flow meter
• Three oil filled pressure gauges
• 5 Netafim normally closed throttling solenoid valves
APf
OSCAR-II Parts list. ! SON�O JUL 3 12023
Each OSCAR-II unit will include: �NTY ��ONMrN�q�
• LF1 P RF BLWRR control panel• A y�A(?
1/2 hp, 30 gpm Lowridge Onsite Technologies
• pump
• OS-50 or 05-100 Coils
• PVC fittings and drip tubing adapters
• HWN-.7-RF automatic headworks
• Solid 1/2" poly tubing for connections
• 2 float switches
OSCAR-Il coil Connections i0'1I1
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q hZIrst- :; EXPIRES 05/10
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Manifolds and supply lines are 1" Sch 40 PVC
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Manifold and blank tech line adapter and connection. lig
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Blank tech liner and Bioline connection with internal cou P "V �'
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Inspection ports. o uc INDY ,r
DE IGNU:\
EXPRES 05,10,
< Screw 'f pe Cap
or Slip Cap < Serer,. -fpe C'ap
or Slip Cap
< 4" PVC Pipe
< 4" P%C Pipe (Length %cries)
(Length Varies)
1 t4 a 4"Long
I Slots(4)( 90*Apart
Toilet Ring
4" PVC Tee
6,\\V
16
Example:
240 gpd design flow, soil type 4 (0.6 gpd/ft2), sloping site
Basal area required = daily design flow _ soil loading rate
400 sq. ft. = 240 gpd _ 0.6 gpd/ft2
Minimum shoulder length (see Table III) is 28'.
Minimum side slopes at 1 : 1 slope ® 18" (18" x 2) = 3' Pp
Minimum basal area length = shoulder length + side slopes ,/ �
28' + 3' = 31' M4SON..c U( 3 /2023
Basal area width = required basal area : minimum basal length�UNTYEN
400 sq. ft. _ 31' = 12.9' or13' pjgk,,,EA '4Z614r
Minimum basal area dimensions for soil type 4 = 31' long x 13' wide.
Controller:
The LF1P-RF-BLWRR control panel shall be used to operate the timed dosing
sequencing of the OSCAR-Il. Timer settings for the OSCAR-Il are short and very
frequent (3 minutes and 38 seconds off and 22 seconds on).
It is expected that the supply line will stay charged between doses. It is
therefore strongly recommended to site the OSCAR coils at or above the discharge
tank elevation (pump up to the OSCARs) and install a check valve on the discharge
pump.
The timer settings for the OSCAR can be changed for two reasons:
1. The OSCAR is installed down slope from the discharge tank. The
timer settings may need to be modified to avoid over dosing the
OSCAR and a vacuum breaker must be installed on the supply line
inside the pump chamber to prevent siphoning. Pumping down hill
to the OSCAR should be the last option and is not recommended.
Call Lowridge for assistance in changing timer settings.
2. In colder climates where the supply line needs to drain between
doses, the "on time" will need to be increase to compensate for
filling the supply line prior to each dose. Ca ridge for
assistance in changing timer settings.
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septic tanks
Features&8enattts
• Strong Injection molded polypropylene
construction rai
• Lightweight plastic . : II. Ignand
_ i - inboard lifting lugs allo • k€f)
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riser solutions r�yFNVj,7
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7! p i Structurally reinforc2d 6Qcess��fts i
I r eliminate distortion during installation q(77,
i and pump-outs
? • Reinforced structural ribbing and
fiberglass bulkheads offer additional
strength
• Can be installed with 6"to 48"
of cover
The Infiltrator IM-1060 is a lightweight strong and durable septic tank. • Can be pumped dry during
This watertight tank design is o;;-red with Infiltrator's line of custom-fit pump-outs
risers and heavy-duty lids. Infi,�-t r injection molded tanks provide a ! • Suitable for use as a septic tank, pump
revolutionary improvement i a.las A, septic tank desigr, offering long-term i tank, or rainwater(non-potable)tank
exceptional strength and w:frz. ig '(: S.� � No special water filling requirements
i... •'t' s,,,�9�11 Inlet Side are necessary
i Q ;;a_ �. 41 • The tank may be backfilled with suitable
TANK CUTAWAY i4 N. s 1 �'
i + I ser 1 - - native soil.See installation instructions
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co 5 t" A for guidance.
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. Structural
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I MID-SEAM CUTAWAY
Reinforced water tight mid-seam
`'- t,t gasket ' connection
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Protecting the Environment with Innovative Wastewater Treatment SoIutio INFILTRATOR'.
1 water tecl;nologios
IIVI-1060 General Specifications and Illustrations
v-LIFTING STRAP UFIING UIG RISER CONNECTION
(TY►ICAL) (4 TOTAL) (TYPICAL)
The IM-1060 is an injection molded two piece mid-seam ,.,�����I�t. tF _ . ' f
plastic tank.The IM-1060 injection molded plastic design t���� ��I. �I 1� , 1
allows for a mid-seam joint that has precise dimensions A rS41.r_rm F' :, 111 1r1^�- I.-
for accepting an engineered EPDM gasket. Infiltrators
1Ace` �. ' s 1 I t Ir o• ti
gasket design utilizes technology from the water industry Ill*— n c ;,; °o =�l - b2�2
to deliver proven means of maintaining a watertight seal. ;3l` ° , II I I I L, ° 1_'-.^' '°"'I
����- t'1 EXTERIOR
The two-piece design is permanently fastened using a r, ms-' b. le" l i
jr'' �: etPO71series of non-corrosive plastic alignment dowels and ��3f I� ,1 _. �� k I ..., �
locking seam clips.The IM-1060 is assembled and sold .�< Y, - " '
through a network of certified Infiltrator distributors. I_ _ --_ 12711MgE1tIGg111ENGTN ___.--. --
Must be backfilled and installed in accordance with q Fop-A,,
Infiltrator Water Technologies, Infiltrator IM-Series Septic
Tank General Installation Instructions and for shallow dUTLEt - krif
—
— 1 0 1 rE i:::)
ground water conditions reference the Infiltrator IM-
Series Tank Buoyancy Control Guidance. MqS f lit
�t?FI3Please visit www.lnfiltratorwater.com/ima es df ,, 1-=-'1� I � 11, �'
g /p / ulwl
ManualsGuides/TANK01.pdf for the latest information. 1j�Yiiiiiiiisilyr;M-1oso = 1K� 1 I I '' SEAL tN
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Lat1NG STRAP
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i Working Capacity 1094 gal(4141 14 m Au
Total Capacity 1287 gal(4872 L) END VIEW
Airspace 16.5%
Length 127"(3226 mm) Pvc e4oR(t021 —0241610Acce55oPERINGS WITH I.ocRl'wtnst2;
Aa5
Width 62.2"(1580 mm) IFaErTEE 102(HalFREEBOARO 04110ASS mtita
Length-to-Width Ratio 2.3 to 1 ��"'�NI ,. . ' VW
Height _ 54.7"(1389 mm) PEI I 44' I • PER
Liquid Level 44"(1118 mm)
Invert Drop 3"(76 mm) `---i i1o1 1 u
MARGIASS
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Fiberglass Supports — 2 (TrP1CAL) { oEPTN VAIN
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Compartments /d8
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Maximum Burial Depth 48"(1219 mm v� SIDE VIEW
to. Minimum Burial Depth 6"(152 mm) j ti``' l'c,/1
Maximum Pipe Diameter 6"(152 mm) a'44, 14. 9�' �1 IT
\-- _�` A7CWeight 3201t>s(145 y i dM/o \ `,�jALFee
GASKET
411.y 1 TANK
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E. AITE 11 INTERIORSEAM CLIP
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EXPIRES 05;101 DOWEI
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Old ss Saybrook.k Hoed HALF
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INFILTRATOR 1-8 0- 1-4•Fax 880.977-7001 MID-HEIGHT SEAM SECTION a 1-e00.221-aa36
water technologies www.infillratorswater.com
J.S.Patents:4.759,ti61:5.017.041.5,156.488.5,335.017.5.401,115;5,401,459;5,511,903;5,716.1013;5,588,778;5,839,844 Canadian Pr-Seats.1,320,059;2,0J4,bod Other patents perw"rg.hOJuator,Equyixir,
Quick4,and SI,1,W r tter are reylsterest trademarks of Infiltrator Water!ethnologist Inryryator Is a registered trademark n Franca.Infiltrutcr Water Technologies is a registered trademark Al CAexe o.
Contour,Mcro,Pa-hc..o.Poly-loll,Ch.ir'rb p7ca !JukrPort,PoeiLock.OuIckUA,QtackPl y.SaapL.oCk alto StralghtLock are trademarks of I1.1rator Water lachnoog:es.
AolyLok iG a trademark of PolyLok,Inc.!Jr I I I b Is a r :stared trademark of TUF-TITS,INC.Ultra-MO Is a trademark of IPEX Mc.
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Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436
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INFILTRATOR WATER TECHNOLOGIES
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Installation Notes
Nuwater BNR600 to an Oscar Distribution
75 N E Haven Lane 22330-50-00072
1. This site was found a failure in 1995 during the Lower Hood Canal on-:,`1.•
There was a well hooked up to the house and the plumbing fixtures
discharged without an adequate on-site system. The owners are going to
decommissioned the existing well and drill a new one 35' from the lake shoreiint:.
This opens up space to install a conforming primary/reserve area.
2. Oscar drainfield: ASTM C-33 sand media as per Washington Department of
Health's Recommended Standards and Guidance for Intermittent Sand Filter.
3. Order NuWater-o kit that does not come with control panel, control panel comes
with Oscar Kit to serve both the NuWater and the Oscar
4. The prepared site plan is not a survey. It's the owner's responsibility to verify property
lines, utility lines (water, sewer, power, phone and gas) prior to installation.
5. Minimum of 6" of sand throughout out the lateral area, must be lev-?'
6. BNR600 in an infiltrator tank
7. The tanks may be moved as necessary to accommodate building requiremot.rp
tank location must meet all required setbacks. R
8. Keep wheeled vehicles off the drainfield area before, during and after installation. ®��®
Tracked equipment only, Jut
9. All ground, surface water and roof drains must be diverted away from t (T tic tanks '' (023
and drainfield. Ensure the final grade slopes away from these areas and wat �l8�,q TY'J
collect on or around them. Use swales, berms, catch basin and tight lines, curtain dtjs MFMTAC HEALTH
etc. to divert all waters.
10. Curtain drains can be no closer than 10' upgradient and 30' down gradient of the
drainfield
11. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from thr
drainfield.
12. Install access risers on the septic tanks, valve box and ends of laterals.
13. Make sure septic tank risers are epoxied or caulked to cast in riser rings c
14. Lids must form a water and gas tight seal with the access risers
15. Install effluent filter specified in this design at the septic tank outlet.
16. This system must be installed by a Mason County Certified installer.
17. Deviation from this design without prior approval from the designer and Mason County
Health Department will make this design null and void.
18. This design was sized per Washington Administrative CodeWAC246-272A-0230. The
operating capacity is based on 45 gallons per day per capita with two persons per
bedroom. The minimum design flow per bedroom per day e operating capacity of
ninety gallons multiplied by 1.33. This results in a minim ign flow of one hundred
twenty gallons per day. This creates a surge factor of ti, but ticipated flow is nir"
gallons per bedroom per day.
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System Owner Responsibilities:
1. Operation and Maintenance is required by Washington State Department of Health and
Mason County Health Department.
2. The septic tank and pump tank should be pumped every three to five years or as
needed.
3. System owners are responsible for having maintenance performed annually.
4. System owners are responsible for responding to septic issues in a timely manner.
5. System owners shall not at any time change or alter settings in the control box.
6. System owner agrees to read and abide by information regarding their system in tho
User Manual provided by Mason County Public Health.
7. Keep the flow of sewage at or below the approved design operating capacity.
8. Keep waste strength at residential waste strength parameters.
9. Spread loads of laundry through the week.
10. Do not use excessive bleach or detergents with added whiteners.
11. Do not shower, do laundry and dishwasher at the same time
12. Antibiotics can kill or impair the biological process in the
13. Leaky plumbing can hydraulic overload your on-site septic"i s it?
JUL 3 12023
MASON COUNTY ENV!
RONPv;ENTAL HEALTH
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